Summary for Test 2026-08-04-13-2
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1002227 DEA: 051S6304 EFIS: 0525000068 |
|---|---|
| DIST-CO-RTE-PM | 05-UNKNOWN--unknown |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 06/08/2026) |
Sample Information
| Sample Taken Date | 08/04/2026 | Sample Unique Key | 13 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/04/2026 | Sample type | Acceptance |
| A brief description of the sample | A3421A710 3/8" Aggregate | The quantity of what the sample constitutes | 550? tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Robert |
| Last name of sampler or witnessed by | QC | Title of sampler | CalPortland QC Technician |
| Telephone number of sampler | Laboratory sample identification | 260804 L1SL2 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Calportland - Paso Robles | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-40-0013 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Conveyor Belt | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | 1 | |
| Sublot number | 2 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-08-04-13
DIME Test ID: 2026-08-04-13-2
Testing Lab: CT D05 - Paso Robles Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-08-04
Test Results
What size aggregate is being tested?: 0.375 in x No. 8 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: A. Kirby
Date of test: 08/04/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1126 grams | ||||||
| 0.0 grams | 100 % | |||||
| 17.0 grams | 98 % | |||||
| 914.0 grams | 19 % | |||||
| 1116.0 grams | 1 % | |||||
| 1116.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): 3/8" Gradation
Test was verified on 8/4/2026 ✔